EP2365138A1 - Cadre - Google Patents
Cadre Download PDFInfo
- Publication number
- EP2365138A1 EP2365138A1 EP11001755A EP11001755A EP2365138A1 EP 2365138 A1 EP2365138 A1 EP 2365138A1 EP 11001755 A EP11001755 A EP 11001755A EP 11001755 A EP11001755 A EP 11001755A EP 2365138 A1 EP2365138 A1 EP 2365138A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- frame
- opening
- road surface
- manhole
- road
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
Definitions
- the invention relates to a frame having a receptacle leading to an upper termination at a level of a road surface and a frame body extending in the direction of an opening provided in a drainage system of a road, which encloses an interior opening into the opening with a wall.
- Such frames have a frame body, the wall of which extend in the vertical direction from a road surface towards an enclosure of an opening, through which the sewer system is accessible. On the enclosure of the frame body is supported. In this installed state, the frame body is surrounded on all sides by the road body against which an outer surface of the frame body facing it rests. In this sense, some fixtures are designed, which are connected as wells or rainwater inlets with running in the street body sewer system.
- Object of the present invention is therefore to provide a frame which is able to initiate a substantial part of the forces introduced into the frame body in the body surrounding the frame body.
- the wall facing away from the interior of the outside of the road surface in the direction on the opening has a narrowing to a cross-section of an edge surrounding the opening, which is surrounded in its upper region adjacent to the upper end of a part of the road surface and has a slope in the direction of the opening.
- the inclined design of the outside has the great advantage that the frame can be lifted from its storage in the road body upwards.
- the frame is formed as a manhole frame with a receptacle leading to a level of the road surface and a frame body extending towards a manhole opening to be closed, which encloses an interior opening into the manhole opening with a wall.
- a manhole frame relieves the closed shaft of him in a significant way of loads that were previously suitable to damage a shaft prematurely, or destroy.
- the manhole frame distributes the loads acting on him to a relatively large area of the road body and thus relieves the shaft opening, which is relatively narrow and therefore in many cases is hardly able to absorb the significant loads, for example, by the traffic without damage and in the Forward shaft.
- the inclination of the wall from its upper end, which is surrounded by the lining of the road surface, to its lower end, which is supported on the edge of the manhole opening a ratio of 1, 3 to 1.1: 0.9 at a height of the manhole frame of about 160 mm.
- the outer surface of the wall is relatively wide on a suitably prepared bearing within the road body and therefore can introduce the impact forces relatively large area in the road body.
- the outer surface of the wall in the vertical direction from this position can be lifted relatively easily.
- 1, 2: 1 has been found.
- the manhole frame is arranged in a roadway body in which it is supported on a backfill consisting of at least two superimposed layers of filling masses, the lower of which is of coarser consistency than the upper one.
- a backfill consisting of at least two superimposed layers of filling masses, the lower of which is of coarser consistency than the upper one.
- the pavement of the road surface can be well applied so that it has an accurate guide in the region of the upper end of the manhole frame.
- the loads occurring directly in the upper region of the manhole frame are considerably greater than in the lower part, where already a strong damping of the dynamic load has occurred.
- asphalt is provided as a filling compound.
- This Asphaftver Stahl is provided in the lower part of the manhole frame with a coarse filling mass, while in the upper part of the frame, the asphalt is provided with a finer structural mass.
- a permanently elastic mass is provided as the filling compound.
- very effective damping of dynamic loads can be made with a permanently elastic mass before they are introduced into the road body.
- the pavement of the road surface on the backfilling is brought up to the upper end of the manhole frame. This results in a close connection of the road surface with the upper boundary of the manhole frame. This close connection of the lining to the upper boundary of the manhole frame results in a watertight transition between the road surface and the upper end of the manhole frame, so that no water can enter the backfill through a gap.
- the receptacle is adapted to each coming to an application design of a manhole cover. This ensures that the manhole frame can be used with its inclined outer wall for manhole cover of any kind.
- the manhole frame is designed as a truncated cone. This lies with its tip on the edge surrounding the shaft opening, which has a circular shape, to which the tip of the truncated cone is adapted.
- the manhole frame is designed as a truncated pyramid. This contributes to a square design of the shaft opening surrounding the edge of a shaft bill, which in most cases also has a polygonal cross-section. In the direction of this edge, the truncated tip of the truncated pyramid, which is used primarily with four side walls, but may also be provided with more or fewer side walls.
- the frame is formed as a rust-carrying grate frame of a rainwater inlet, the upper end of which carries a receptacle for the grate at a level of the road surface and which is formed in the direction of an opening provided in the sewer system as a frame body, the enclosing an interior with walls, on its side facing away from the interior outer sides of the road surface in the direction of the provided in the sewer system of the road opening has a narrowing on a cross-section of an edge surrounding the opening, which is surrounded in its upper region by the road surface and in the direction of the edge surrounding the opening has a slope.
- a rainwater inlet is provided with a conically tapered grate frame, which is able to distribute the forces acting on it at least partially on the surrounding the grate frame road body.
- This design is particularly important for rainwater inlets of greater importance, since they are very often provided in the lateral boundary of roads.
- changing stresses can act on the rust of a rainwater inlet, so that care must be taken to ensure safe construction, so that the rainwater inlet does not decrease compared to the road surface and thus causes a threat to road users.
- the inclination of the wall from its upper end, which is surrounded by the road surface, to its lower end, which is supported on the edge of the opening a constriction in the ratio of 1.3 to 1.1 : 1 with an average height of the grate frame of 160 mm.
- the frame is arranged in a street structure provided in the road body, in which it is supported on a backfill, which consists of at least two superimposed layers of filling compounds, of which the lower of coarser consistency than the upper one.
- a backfill which consists of at least two superimposed layers of filling compounds, of which the lower of coarser consistency than the upper one.
- the grate frame is formed as a truncated pyramid. This contributes to the favorable of the square design of a rainwater inlet bill. Ultimately, however, it depends on how the opening of the sewage system is designed. In a circular design of the opening and a truncated cone can be used as a rust carrier.
- the inventive design of the frame will now be illustrated by two examples, namely a manhole frame and a grate frame.
- a manhole cover 1 lies with its bottom 3 facing a shaft 3 in a receptacle 7, which is provided in a manhole frame 2.
- the receptacle 7 is adapted to the manhole cover 1 so that one of the underside 6 opposite top 8 of the manhole cover 1 with an upper boundary 9 of the manhole frame 2 in the same plane.
- This plane is given by a road surface 10 of a road body 11 which is covered by the road surface 10.
- This road surface 10 may define an asphalt layer 5 upwards, which adjoins the manhole frame 2 directly.
- the manhole frame 2 is supported on its entire circumference 12 by a backfilling 4. This fills an annular space around the manhole frame 2 extending gap 13, which is bounded on the one hand by an outer side 14 of the manhole frame wall 15 and on the other hand by a side surface 16 of a trough 17 of the road body 11, in which on an upper boundary 18 of Shaft 3 quiescent manhole frame 2 is arranged.
- the manhole frame 2 has in the region of its upper boundary 9 a larger cross-section 31 than in the region of its support 32 on the upper boundary 18 of the shaft 3.
- the support 32 is adapted to the size of the edge 29 of a shaft opening 28 formed upper boundary 18 of the shaft 3 .
- the upper boundary 9 of the manhole frame 2 projects beyond its support 32, so that the outer side 14 of the manhole frame 2 has a slope 30 from its upper boundary 9 in the direction of its support 32.
- This inclination 30 gives the manhole frame 2 a design narrowing its cross-section. Due to this narrowing design, the outer side 14 of the lowered into the trough 17 manhole frame 2 on the backfill 4, with the trough 17 is filled.
- This edition of the outside 14 on the backfill 4 favors the lifting of the manhole frame 2 of the backfill 4 in case of a necessary repair of the manhole frame 2, since when it is lifted the backfill 4 remains in the trough 17.
- the weight of the manhole frame 2 and possibly occurring loads of the manhole frame 2, for example, by passing motor vehicle traffic is not exclusively transmitted to the upper boundary 18 of the shaft 3, but derived directly from the wall 15 of the manhole frame 2 in the backfill 4 and thus from the shaft. 3 held.
- the large-scale support of the wall 15 through the backfilling 4 leads to a gentle introduction of the load in the backfill 4, the upper and lower layers 23, 24 additionally act damping to swinging loads occur.
- this support of the outside 14 on the backfill 4 favors the lifting of the Schachtrah mens.
- the narrowing configuration of the wall 15 from the upper boundary 9 in the direction of the support 32 is adapted to this depending on the particular design of the manhole frame 2.
- this may be formed in the form of a truncated cone 33, which tapers from the upper boundary 9 in the direction of the edge 29 of the manhole opening 28.
- its outer sides form a truncated pyramid 34, which is supported with its tapered end 35 on the edge 29 of the correspondingly shaped shaft 36.
- the outer side 14 of the manhole frame 2 can also be bulged in the direction of the layers 23, 24, except in the form of a flat surface, so that the bulge rests on at least one of the layers 23, 24.
- the backfill 4 consists of a filling compound 19 which surrounds the manhole frame 2 and closely conforms to the outside 14 of the wall 20 surrounding an interior 20 of the manhole frame 2.
- the interior 20 of the frame body formed by the wall 15 22 takes place with the manhole cover 1 access to the interior 21 of the shaft 3 through a shaft opening 28 which is bounded by an edge 29.
- the filling compound 19 consists of an upper layer 23 and a lower layer 24.
- the upper layer 23 has a finer consistency than the lower layer 24.
- Both layers 23, 24 use binders, for example asphalt, for their respective grains 25, 26. However, other elastic materials may be used Find use.
- the lower layer 24 with its coarser grain 26 represents the support for the upper layer 23 with its finer grain size 25.
- the upper layer 23 with the finer grain size 25 has a higher elasticity than the lower layer 24 with the coarser grain size 26, the however, is itself a very resilient foundation for the upper layer 23.
- This upper layer 23 is able to strongly dampen dynamic loads of the road surface 10 and forward in the damped state to the road body 11. By this optimal damping of the dynamic loads occurring, it is possible to connect the applied to the backfilling 4 asphalt layer durable to the manhole frame 2 in the region of the upper boundary 9.
- a road structure in the form of a trough 17 is introduced into the road body 11. This is designed so large that the manhole frame 2 can be adjusted via the backfill 4 in the trough 17 on the edge 29 formed as an upper boundary 18 of the shaft 3.
- one or more spacer rings 27 are placed. These may consist of an elastic material, so that the manhole frame 2 is also elastically mounted relative to the shaft 3.
- the lower layer 24 of the backfilling 4 is first introduced into the trough 17 and compacted accordingly.
- the upper layer 23 is applied to the lower layer 24, which is also compressed. Both layers 23 and 24 close close to the outer side 14 of the frame body 22 so that it is fixed relative to the shaft 3.
- the asphalt layer 5 is applied to the upper layer 23 of the backfilling 4 and firmly connected to the outer side 14 of the wall 15.
- the connection of the asphalt layer 5 must be made so well that on the road surface 10 accumulating water can not penetrate between the asphalt layer 5 and the wall 15 of the manhole frame 2, for example in the rain.
- the filling masses 19 can be prefabricated brought to the site.
- a backfilling 4 can be selected based on asphalt or another binding material. Appropriately, however, an elastic compound compound will be selected.
- the construction of the frame according to the invention is also used successfully in the design of a grate frame 46, which receives a grate 47 of a rainwater inlet 45. Also, this grate frame 46 is supported on an edge 42 of an opening 65 which connects to a sewer system 44. It is formed as a frame body 63, whose upper end 64 is formed as a receptacle 7 for the grate 47. This upper end 64 of the frame body 63 lies within a road surface 10 surrounding the upper end 64 of the frame body 63.
- the frame body 63 is formed by walls 38, 39, 40, which run conically from the road surface 10 in the direction of the edge 42 surrounding the opening 65 and thus enclose an interior space 55 surrounded by the walls 38, 39, 40 in the form of a truncated cone 33 , If the opening 65 have a rectangular or square cross-section, the frame body 63 could also be designed in the form of a truncated pyramid 34.
- the walls 38, 39, 40 have an inclination 30 relative to the vertical.
- the grate frame 46 is narrowed from its dimensions in the area of the road surface 10 to the cross section of the opening 65. This constriction is expediently in the ratio of 1.3 to 1.1: 1 with an average height of the grate frame 46 of 160 mm.
- the walls 38, 39, 40 are supported in a backfill 4. This consists of at least two superimposed layers 23, 24 of a filling mass 19. In this case, the filling mass is used with a finer consistency than the upper layer 23 and the Verfollungsmasse having a coarser consistency as the lower layer 24 expediently. In this way, the grate frame 46 is stabilized in the road structure 17.
- the forces introduced into the grate frame 48 via the ribs 48 of the grate 47, for example a vehicle, not shown, passing over the grate 47, are conveyed via the layers 23, 24 of the filling compound 19 into the adjacent regions of a road body 11 introduced, so that only a small part of the loads above the walls 38, 39, 40 are introduced into the edge 42 of the opening 65.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE202010003116U DE202010003116U1 (de) | 2010-03-03 | 2010-03-03 | Schachtrahmen mit einer einen Schachtdeckel auf einem Niveau einer Straßenfläche führenden Aufnahme |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP2365138A1 true EP2365138A1 (fr) | 2011-09-14 |
| EP2365138B1 EP2365138B1 (fr) | 2019-10-02 |
Family
ID=44170072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP11001755.5A Active EP2365138B1 (fr) | 2010-03-03 | 2011-03-03 | Cadre |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP2365138B1 (fr) |
| DE (1) | DE202010003116U1 (fr) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202013011463U1 (de) | 2013-12-20 | 2014-01-22 | Meyer & John Technik Gmbh | Schachtdeckelfassung sowie Verkaufseinheit mit einer derartigen Schachtdeckelfassung |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3221031A1 (de) * | 1982-06-04 | 1983-12-08 | Wolfgang 2000 Hamburg Schwarz | Verfahren und vorrichtung zum befestigen von einbauteilen |
| DE3500659A1 (de) * | 1985-01-11 | 1986-07-17 | Wolfgang 2060 Bad Oldesloe Schwarz | Strassenkappe und verfahren zu ihrem versetzen |
-
2010
- 2010-03-03 DE DE202010003116U patent/DE202010003116U1/de not_active Expired - Lifetime
-
2011
- 2011-03-03 EP EP11001755.5A patent/EP2365138B1/fr active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3221031A1 (de) * | 1982-06-04 | 1983-12-08 | Wolfgang 2000 Hamburg Schwarz | Verfahren und vorrichtung zum befestigen von einbauteilen |
| DE3500659A1 (de) * | 1985-01-11 | 1986-07-17 | Wolfgang 2060 Bad Oldesloe Schwarz | Strassenkappe und verfahren zu ihrem versetzen |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202013011463U1 (de) | 2013-12-20 | 2014-01-22 | Meyer & John Technik Gmbh | Schachtdeckelfassung sowie Verkaufseinheit mit einer derartigen Schachtdeckelfassung |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2365138B1 (fr) | 2019-10-02 |
| DE202010003116U1 (de) | 2011-08-01 |
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